+37.63948, -97.30748
37°38'22" N, 97°18'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I135 HWY NB over K15 ,ATSF RR,DRG CANAL
Structure number:999913500870121
Location:0.02 MI N K15, NB
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:89.9 ft. [27.4 m]
Total length:1428.2 ft. [435.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:17
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,750 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.5 tons [32.3 metric tons]
Sufficiency rating:77.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,478,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201677.3FairGoodSatisfactoryGood-31750
August 201477.3FairGoodSatisfactoryGood-31300
August 201277.8GoodGoodGoodGood-27700
September 201073.4GoodGoodGoodGoodFO28900
August 200873.2GoodGoodGoodGoodFO30600
August 200673.2GoodGoodGoodGoodFO30250
August 200473.2GoodGoodGoodGoodFO30800
August 200270.8GoodGoodGoodGoodFO30900
May 200070.8GoodGoodGoodVery GoodFO30960
September 199870.8GoodGoodGoodVery GoodFO30960
March 199660.7GoodGoodGoodVery GoodFO28805
August 199471.8GoodGoodGoodVery GoodFO26015
March 199272.3GoodVery GoodGoodVery GoodFO23720
October 199161.8GoodVery GoodVery GoodGoodFO23185